Justification of Safe Underground Development of Mountain Deposits of Complex Structure by Geophysical Methods

V. Lyashenko, O. Khomenko, T. Chekushina, Fedor Topolnij
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引用次数: 1

Abstract

The object of research is the technology and technical means for underground mining of ores in energy disturbed massifs of complex structure. One of the most problematic areas is the formation of man-made voids, which affect the emergence and redistribution of the stress-strain state (SSS) of the rock mass. Their existence in the earth’s crust provokes the influence of geomechanical and seismic phenomena, up to the level of earthquakes.

The study used:

– data from literary sources and patent documents in the field of technologies and technical means for underground mining of ores in energy disturbed massifs of complex structure, substantiation of safe technological parameters of operating units;

– laboratory and production experiments;

– physical modeling and selection of compositions of hardening mixtures.

Analytical studies, comparative analysis of theoretical and practical results using standard and new methods were carried out with the participation of the authors.

The issues of geodynamic monitoring of the stress-strain state of the rock mass for the safe development of rock-type ore deposits are considered. The interaction of natural and man-made factors is shown to ensure the geomechanical balance of ore-bearing massifs and the earth’s surface in the area of subsoil development over a long period of time. The safe geometrical and technological parameters of the chamber system for the development of ore deposits of complex structure with backfilling of the worked-out space with hardening mixtures, including environmental safety, as well as the social factor, are substantiated, which are implemented in the instructions, standards and practice of ore mines in Ukraine. The research results can be used in underground mining of ore deposits of complex structure in Ukraine, the Russian Federation, the Republic of Kazakhstan and other developed mining countries of the world.
复杂构造山地矿床地下安全开采的地球物理论证
本文的研究对象是复杂结构能量扰动岩体地下开采矿石的技术和技术手段。其中一个最棘手的问题是人工空洞的形成,它会影响岩体应力-应变状态(SSS)的出现和重新分布。它们在地壳中的存在引起地质力学和地震现象的影响,达到地震的程度。本研究使用了:-在复杂结构的能量扰动岩体中地下开采矿石的技术和技术手段领域的文献资料和专利文件,确定了操作单元的安全技术参数;-实验室和生产实验;-物理建模和硬化混合物成分的选择。在作者的参与下,采用标准方法和新方法对理论和实际结果进行了分析研究和比较分析。为保证岩型矿床的安全开发,研究了岩体应力-应变状态的地球动力学监测问题。自然和人为因素的相互作用保证了地下发育区内含矿体与地表长期的地质力学平衡。本文论证了用硬化混合物充填采空区开发复杂结构矿床的硐室系统的安全几何和技术参数,包括环境安全和社会因素,并在乌克兰矿山的指导、标准和实践中予以实施。研究成果可用于乌克兰、俄罗斯联邦、哈萨克斯坦等世界矿业发达国家复杂构造矿床的地下开采。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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